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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H3₹56,524−₹19,430.08 (25.6%)Accepted-Finance | ₹56,524−₹19,430.08 (25.6%) | H3 | Accepted-Finance Lowest |
| 2 | H1₹75,954.08Rejected-Finance 00 AGRA AGRA UTTAR PRADESH 282001 | AGRA | UTTAR PRADESH | 282001 | ₹75,954.08 | H1 | Rejected-Finance Highest |
| 3 | H2₹65,524.80−₹10,429.28 (13.7%)Rejected-Finance | ₹65,524.80−₹10,429.28 (13.7%) | H2 | Rejected-Finance Highest |
| Sl No | Description | Qty | Unit | Kavinder Singh Govt. Contractor H2 | Pawan Kumar H1 | INDU KANWAR H3 |
|---|---|---|---|---|---|---|
| 2.00Description | ||||||
| 3.00 | Excavation in foundations, trenches etc. in earth work, lift up to 1.50 mtrs. stacking the excavated soil not more than 3 mtrs. clear from the as of excavation and then returning the excavated soil in 15 cm. layers when required into plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 20 mtrs. | 69.92 | Cum | 240 ₹16,780.8 | 699 ₹48,874.08 | 150 ₹10,488 Lowest |
| 4.00laying and jointing in trenches, GMS Tubes (Light Grade),Tube fittings (earth work in trenches to be measure and paid for seperately). | ||||||
| 5.00 | 65 mm dia | 677 | Rmt | 72 ₹48,744 | 40 ₹27,080 Lowest | 68 ₹46,036 |
Tender Value
₹1.1 L
EMD Value
₹2,200
Closing Date
27 Feb 2026, 11:00 amClosed
EE JAl Shakti Shimla Rural Division at Sunni
JAl Shakti Shimla Rural Division at Sunni
Laying and jointing of Pipe line 65 mm dia from Sainj khad to Sedi. Tank) (Under DC Deposit)
2026_HPIPH_128715_1
SNN-SML-003-740-Tdr-25-82-88 dt 12.2.26
Open Tender
Civil Works - Water Works
Item Rate
90 days
EE Sunni
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
EE Suni
₹2,200
29 Aug 2026
16 Feb 2026
27 Feb 2026
16 Feb 2026
27 Feb 2026
16 Feb 2026
16 Feb 2026 - 27 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 2 | Description | - | - | - | - |
| 3 | Excavation in foundations, trenches etc. in earth work, lift up to 1.50 mtrs. stacking the excavated soil not more than 3 mtrs. clear from the as of excavation and then returning the excavated soil in 15 cm. layers when required into plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 20 mtrs. | 69.92 | Cum | 1.25 | ₹87.4 |
| 4 | laying and jointing in trenches, GMS Tubes (Light Grade),Tube fittings (earth work in trenches to be measure and paid for seperately). | - | - | - | - |
| 5 | 65 mm dia | 677 | Rmt | 100 | ₹67,700 |
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